EP0704012B1 - Element de support - Google Patents

Element de support Download PDF

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Publication number
EP0704012B1
EP0704012B1 EP94919932A EP94919932A EP0704012B1 EP 0704012 B1 EP0704012 B1 EP 0704012B1 EP 94919932 A EP94919932 A EP 94919932A EP 94919932 A EP94919932 A EP 94919932A EP 0704012 B1 EP0704012 B1 EP 0704012B1
Authority
EP
European Patent Office
Prior art keywords
bearing part
construction
clamping
supporting
construction element
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP94919932A
Other languages
German (de)
English (en)
Other versions
EP0704012A1 (fr
Inventor
Lars-Olof Lundquist
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nivell System AB
Original Assignee
Nivell System AB
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nivell System AB filed Critical Nivell System AB
Publication of EP0704012A1 publication Critical patent/EP0704012A1/fr
Application granted granted Critical
Publication of EP0704012B1 publication Critical patent/EP0704012B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • H—ELECTRICITY
    • H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G3/00—Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
    • H02G3/26—Installations of cables, lines, or separate protective tubing therefor directly on or in walls, ceilings, or floors
    • H02G3/263—Installation, e.g. suspension, of conduit channels or other supports
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/005—Supports for elevated load-supporting roof coverings
    • E04D11/007—Height-adjustable spacers
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/02044—Separate elements for fastening to an underlayer
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F21/00—Implements for finishing work on buildings
    • E04F21/02—Implements for finishing work on buildings for applying plasticised masses to surfaces, e.g. plastering walls
    • E04F21/04—Patterns or templates; Jointing rulers
    • E04F21/05—Supports for jointing rulers
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/10—Devices for levelling, e.g. templates or boards
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00—Shores or struts; Chocks
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
    • F16M7/00—Details of attaching or adjusting engine beds, frames, or supporting-legs on foundation or base; Attaching non-moving engine parts, e.g. cylinder blocks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/02044—Separate elements for fastening to an underlayer
    • E04F2015/0205—Separate elements for fastening to an underlayer with load-supporting elongated furring elements between the flooring elements and the underlayer
    • E04F2015/02055—Separate elements for fastening to an underlayer with load-supporting elongated furring elements between the flooring elements and the underlayer with additional supporting elements between furring elements and underlayer
    • E04F2015/02061—Separate elements for fastening to an underlayer with load-supporting elongated furring elements between the flooring elements and the underlayer with additional supporting elements between furring elements and underlayer adjustable perpendicular to the underlayer

Definitions

  • the present invention relates to a device suitable for supporting and adjusting the level of a construction on a supporting surface, said construction comprising at least one form stable construction element having a lower side and two lateral surfaces facing away from each other and being a predetermined distance f apart, with which element the device may be brought into engagement, said device comprising a bearing part with an inner section and two outer sections arranged one on each side of the inner section; a spacer on the lower side of the bearing part in each outer section, said spacers being arranged to keep the bearing part at a distance, from the supporting surface; and upwardly directed clamping members permanently arranged on the upper side of the outer sections forming a stable unit therewith, the clamping members defining a space between them that reaches down to the inner section, for the receipt of said construction element.
  • Special construction elements in the form of holders, placed on the ground, are used for positioning base elements for the foundation of a building.
  • a foot plate of specific height must generally be cast for each holder. This method is both time-consuming and laborious and does not always ensure an exact level of the base elements.
  • An alternative method is to use inserts to achieve the correct level, but there is a risk of the holder slipping off the insert since the latter is not usually secured to the holder.
  • GB-A-2 185 048 describes a flooring component which is composed of two base elements and a plate which is nailed on the top of the base elements provided with a polyurethane foam layer on their underside.
  • the plate has vertical lugs defining spaces for receiving crosswise battens.
  • the object of the present invention is to provide a device for supporting a construction, e.g. a holder and base element of the type described, which eliminates the problems mentioned above and can be applied quickly and simply to the construction, thereby retaining it and adjusting the construction at a desired level.
  • the device according to the invention can be used to support and preferably also to adjust the level of a number of different types of constructions comprising or consisting of construction elements in the form of e.g. moulds used when casting concrete floors; joists, used when laying floors indoors to carry wooden tiles or boards; walls to be erected and aligned; levelling planks used, for instance, when levelling the surface for tiling; base elements or holders therefor, and other types of moulds or beams that must be adjusted vertically; pipes for various purposes; spacer elements used when forming roofs; and screeds for carrying equipment to be used for surface levelling when casting concrete floors and roofs.
  • construction elements in the form of e.g. moulds used when casting concrete floors; joists, used when laying floors indoors to carry wooden tiles or boards; walls to be erected and aligned; levelling planks used, for instance, when levelling the surface for tiling; base elements or holders therefor, and other types of moulds or beams that
  • Figure 1 is a perspective view of a device in the form of a supporting and levelling element for supporting and adjusting the level of a construction.
  • Figures 2-4 are different plane views of the supporting and levelling element.
  • Figure 5 is a side view of the supporting and levelling element according to Figure 1 during receipt of a construction element in the form of a beam with rectangular cross section, before the beam has loaded the supporting and levelling element.
  • Figure 6 is a side view of the supporting and levelling element supporting, inter alia, the beam according to Figure 5 and illustrates the effect when the construction loads the supporting and levelling element.
  • Figure 7 is a perspective view of two supporting and levelling elements supporting and loaded by a construction consisting of a lower beam and a plurality of cross-beams.
  • Figures 8 and 9 are a perspective view and an end view, respectively, of the supporting and levelling element according to Figure 1, carrying a cylindrical pipe.
  • Figure 10 is a side view of a supporting and levelling element according to another embodiment, for a screed of specific design.
  • FIG. 1-6 of the drawings show a device according to the invention for supporting a construction 1 at a desired level above a supporting surface 13 (see particularly Figures 5 and 6).
  • the device may be generally designated a supporting element, or a combined supporting and levelling element.
  • Such a construction 1, acting on the device with a load Q comprises or consists of a lower rigid, i.e. form stable, construction element 2 with a bottom surface 3 for co-operation with the supporting element and two lateral surfaces 4, 5 facing away from each other, also for co-operation with the supporting element.
  • the lateral surfaces 4, 5 are situated at a predetermined perpendicular distance e above the bottom surface 3 and at a predetermined distance f from each other.
  • the distance f thus forms the horizontal thickness or width of the solid body 2 within at least the area of the lateral surfaces 4, 5.
  • the distance e is preferably the same for both lateral surfaces 4, 5, as shown in Figure 5. It will be understood that the size and shape of the supporting and levelling element is adjusted to the particular construction element for which it is to be used.
  • the construction element may have basically any cross-sectional shape whatsoever.
  • the supporting element comprises a unitary bearing part 6, i.e. it is undivided or in one piece, in the shape of a plate with an inner or mid-section 7 and two outer rigid sections 8, 9 arranged one on each side of the mid-section.
  • the bearing part 6 has a dimension or extension, that when the supporting element is in use, is perpendicular, or substantially perpendicular to the construction element 2 and is generally horizontal.
  • the supporting element also comprises a spacer 10, 11 in each outer section 8, 9. The two spacers 10, 11 are spaced from the mid-section 7 and are joined to the bearing part 6 from which they extend downwardly to rest on the supporting surface 13.
  • each spacer 10, 11 consists of a screw extending through the bearing part 6 and can be screwed through it in order to increase or decrease the distance of the bearing part 6 to the supporting surface 13 so that the construction 1 acquires a desired and also necessary level above the supporting surface 13.
  • Each screw 10 may be provided with a central recess the bottom of which offers support for the head of an attachment member such as a nail or screw when the attachment member is used to anchor the supporting element to the surface via the screws 10, 11.
  • the supporting element also comprises two co-operating clamping members 14, 15 arranged one on each side of the mid-section 7 of the bearing part 6. Each clamping member 14, 15 is rigidly joined to the outer sections 8, 9 of the bearing part 6, and extends upwards from the bearing part 6.
  • the clamping members 14, 15 and bearing part 6 define a space 16 between them that is thus located above the mid-section 7 of the bearing part 6 and is freely open upwards and at the ends for the receipt of a construction element 2, which will thus be situated between the clamping members 14, 15, resting on the midsection 7 of the bearing part 6.
  • Each clamping member 14, 15 has at least one upper clamping part 17, 18 that limits the space 16 laterally so that its width on a level with these clamping parts 17, 18 is equal to or substantially equal to or somewhat larger than said dimension f of the construction element 2 when the supporting element is unloaded and the bearing part is uncurved and plane.
  • the width of the space 16 may suitably be from close to 0 mm to 10 mm, preferably 1-5 mm, greater than said dimension f .
  • each clamping member 14, 15 consists of two parallel clamping plates 19, 20; 21, 22 extending upwardly from the lateral edges of the outer section 8, 9.
  • the bearing part 6 and clamping plates 19, 20; 21, 22 of the supporting element are produced in one piece from a flat sheet-metal blank punched with two U-shaped recesses 27, 28 and then bent along two parallel scoring lines 23, 24 so that the clamping plates 19, 20; 21, 22 are perpendicular to the flat bearing part 6.
  • the supporting element is symmetrical both as regards the longitudinal vertical central plane C L extending through the two outer sections 8, 9 of the bearing part 6, and as regards the transverse vertical central plane C T .
  • the outer sections 8, 9 of the bearing part 6 are provided with circular holes 25, the edges of which have been cut and bent to provide thread engagement for the adjustment screws 10, 11. By turning the screws 10, 11 in one direction or the other, the vertical position of the supporting element is altered, thus enabling the construction element 1 thereon to be adjusted to the desired level.
  • the supporting element When the supporting element carries a construction element 1, e.g. just a beam 2 of concrete which per se causes a load of O N, the beam 2 rests on the bearing part 6 while the clamping parts 17, 18 of the clamping plates 19, 20, 21, 22 press against the lateral surfaces 4, 5 of the beam, whereupon the clamping plates are in free engagement with the beam, i.e. the connection between them is loose.
  • This clamping effect is achieved by the bearing part 6 of the supporting element being loaded by the beam 2 so that the bearing part 6 is bent down a short distance within the area of the inner section 7 at the same time as the clamping plates 19, 20, 21, 22 are moved towards each other as a result of this loading and resulting bending downwardly.
  • the upwardly directed clamping plates 19, 20, 21, 22 also act as reinforcement for the outer sections 8, 9 of the bearing part 6 so that each outer section 8, 9 and its clamping plates 19, 20; 21, 22 form a movable unit that enables a strong clamping effect to be obtained upon loading of the inner section 7 of the bearing part.
  • This inner section is thus not reinforced and is able to bend.
  • a bending axis 26 is formed in the bearing part 6 at the limit or transition between the inner, bendable section 7 and each reinforced outer section 8, 9 of the bearing part 6.
  • the clamping action against the lateral surfaces 4, 5 of the beam arises as a result of a torsional moment appearing at each bending axis 26.
  • Figure 7 shows two supporting and levelling elements of the type described, arranged a suitable distance apart, to support and adjust the level of a construction 1 which consists of a lower beam 2, with which the supporting and levelling elements are in clamping engagement, and a plurality of transverse beams 12, only one of which is shown.
  • the screws 10, 11 of each supporting and levelling element are placed freely on a firm support plate 29 in order to distribute the pressure on the surface and to facilitate turning the screws when adjusting the level of the construction 1.
  • Such support plates 29 or other pressure-distributing aids are used when the supporting surface in the form of particles, e.g. stones, sand, etc.
  • Figures 8 and 9 illustrate application of the invention to support and adjust the level of a pipe 30.
  • the mid-section 7 of the bearing part 6 is suitably thin enough to be bent manually, which is an advantage so that the space 16 can be temporarily enlarged to allow or facilitate application of the supporting element on the construction element 2.
  • the clamping members 14, 15 can be bent back, e.g. so that the construction element 2 is retained to the supporting element by means of the clamping action.
  • the clamping members 14, 15 are brought into engagement with the construction element 2 when the bearing part 6 is bent downwardly upon loading in accordance with the principle of the invention.
  • Figure 10 illustrates application of the invention to support a construction element 2 in the form of a screed which is an elongate non-deformable rail carrying equipment such as a vibrating bridge for levelling the surface of concrete spread for casting concrete floors and roofs.
  • the rail 2 is preferably a profiled plate, in which case the contour of the space 16 is designed to fit the plate profile.
  • the plate rail carries suitably a slip-strip (not shown) of a plastic material. In this latter case the mid-section 7 of the bearing part 6 is relatively small, e.g. only 2-4 mm depending on the thickness of the rail 2.
  • the supporting element is formed by two or three parts, insertable into each other and lockable by means of suitable locking devices to give a firm support.
  • the mid-section of the bearing part is bendable in accordance with the principle of the invention.
  • the bearing part may comprise a first part in the form of a tongue, for instance, and a second part with opposing grooves or a space with slip surfaces to receive the tongue.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Piezo-Electric Or Mechanical Vibrators, Or Delay Or Filter Circuits (AREA)
  • Floor Finish (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Fluid-Damping Devices (AREA)
  • Supplying Of Containers To The Packaging Station (AREA)
  • Seal Device For Vehicle (AREA)
  • Vending Machines For Individual Products (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Supports For Pipes And Cables (AREA)
  • Saccharide Compounds (AREA)
  • Container, Conveyance, Adherence, Positioning, Of Wafer (AREA)
  • Manipulator (AREA)
  • Drying Of Semiconductors (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (6)

  1. Dispositif approprié pour supporter et régler le niveau d'une construction (1) sur une surface (13) de support, ladite construction comprenant au moins un élément (2) de construction d'une forme stable présentant une face inférieure (3) et deux faces latérales (4, 5) orientées à l'opposé l'une de l'autre et écartées d'une distance prédéterminée f, avec lequel élément le dispositif peut être mis en position de contact, ledit dispositif comprenant un élément d'appui (6) présentant une section intérieure (7) et deux sections extérieures (8, 9) disposées une de chaque côté de la section intérieure, une pièce (10, 11) d'espacement sur la face inférieure de l'élément d'appui (6) dans chaque section extérieure (8, 9), lesdites pièces d'espacement (10, 11) étant agencées de façon à maintenir l'élément d'appui (6) à une certaine distance de la surface de support (13), et des organes (14, 15) de serrage orientés vers le haut agencés à demeure sur la face supérieure des sections extérieures (8, 9) formant une unité stable avec ceux-ci, les organes de serrage (14, 15) définissant un espace (16) entre eux qui s'étend vers le bas jusqu'à la section intérieure (7), pour recevoir ledit élément de construction (2),
    caractérisé en ce que :
    la section intérieure (7) est une section pliable,
    les sections extérieures (8, 9) sont des sections résistant au pliage,
    les organes (14, 15) orientés vers le haut sont des organes de serrage coopérants, chaque organe de serrage (14, 15) s'étend à l'intérieur de la section extérieure (8, 9) et est constitué d'au moins une plaque (19, 20 ; 21, 22) de serrage rigide présentant un plan perpendiculaire audit élément d'appui (6),
    les pièces d'espacement (10, 11) sont réglables par rapport à l'élément d'appui (66) pour permettre un réglage ajustable du niveau de l'élément de construction,
    l'élément d'espacement (10,11) dans chaque section extérieure (8, 9) est constitué d'une vis ou plus en prise avec la section extérieure (8, 9) et traversant celle-ci verticalement,
    de telle sorte que lors de l'utilisation, la largeur de l'espace (16) lorsque le dispositif n'est pas chargé et que l'élément d'appui (6) n'est pas courbé, est proche de 0 mm à 10 mm, de préférence de 1 à 5 mm, supérieure à l'épaisseur ou largeur f de l'élément de construction (2) mesuré entre ses faces latérales (4, 5) contre lesquelles les plaques de serrage (19, 20 ; 21, 22) doivent exercer une pression lorsque le dispositif est chargé.
  2. Dispositif selon la revendication 1, caractérisé en ce que l'élément d'appui (6) n'est pas séparé et présente une forme similaire à une plaque.
  3. Dispositif selon la revendication 1 ou 2, caractérisé en ce que chaque organe de serrage (14, 15) est constitué de deux plaques (19, 20 ; 21, 22) de serrage parallèles espacées l'une de l'autre.
  4. Dispositif selon la revendication 3, caractérisé en ce que la distance entre les plaques de serrage (19, 20 ; 21, 22) est identique dans les deux paires de plaques de serrage.
  5. Dispositif selon l'une quelconque des revendications 1 à 4, caractérisé en ce que l'élément d'appui (6) et les plaques de serrage (19, 20; 21, 22) sont réalisés à partir d'une ébauche de métal en feuille plate dans laquelle sont percés des évidements latéraux en forme de U épousant la forme de l'espace (16) et qui est pliée selon des traits (23, 24) à entailles parallèles qui coïncident avec le bord inférieur des évidements (27, 28) latéraux en forme de U afin de former quatre plaques de serrage (19, 20 ; 21, 22).
  6. Dispositif selon l'une quelconque des revendications 1 à 5, caractérisé en ce que l'élément de construction comprend ou est constitué d'une poutre (2) d'égalisation pour supporter du matériel utilisé pour la mise de niveau de surfaces lors du coulage de sols et toits en béton.
EP94919932A 1993-06-17 1994-06-16 Element de support Expired - Lifetime EP0704012B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
SE9302090A SE502606C2 (sv) 1993-06-17 1993-06-17 Stödelement för uppbärande av konstruktioner såsom t ex formar vid gjutning av betonggolv, reglar vid läggning av golv, m m
SE9302090 1993-06-17
PCT/SE1994/000589 WO1995000732A1 (fr) 1993-06-17 1994-06-16 Element de support

Publications (2)

Publication Number Publication Date
EP0704012A1 EP0704012A1 (fr) 1996-04-03
EP0704012B1 true EP0704012B1 (fr) 1999-05-26

Family

ID=20390315

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94919932A Expired - Lifetime EP0704012B1 (fr) 1993-06-17 1994-06-16 Element de support

Country Status (14)

Country Link
US (1) US5666769A (fr)
EP (1) EP0704012B1 (fr)
JP (1) JP3455539B2 (fr)
AT (1) ATE180534T1 (fr)
AU (1) AU7088094A (fr)
CA (1) CA2164625C (fr)
DE (1) DE69418712T2 (fr)
DK (1) DK0704012T3 (fr)
FI (1) FI116476B (fr)
NO (1) NO305446B1 (fr)
PL (1) PL173481B1 (fr)
RU (1) RU2129196C1 (fr)
SE (1) SE502606C2 (fr)
WO (1) WO1995000732A1 (fr)

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US20060124810A1 (en) * 2004-12-10 2006-06-15 Cotto Peter J Apparatus for leveling and method of using same
US8028476B1 (en) * 2004-12-13 2011-10-04 Alford Michael R Pool leveling system
DE102006044915B4 (de) * 2006-09-22 2016-02-18 Viebrockhaus Ag Verfahren zur Erstellung einer Gründung eines Gebäudes
BRPI0804170A2 (pt) * 2008-09-24 2010-07-06 Ariovaldo Costato sistema modular de construções industrializadas bipartidas longitudinalmente
DE102009008454A1 (de) * 2009-02-11 2010-08-19 Ulrich Reif Nivellierhilfe für Holz-/Balken-Unterkonstruktionen insbesondere von Balkon- und Terassenabdeckungen
KR101643734B1 (ko) * 2014-01-09 2016-07-28 신원수 콘크리트 크랙 유도용 신축줄눈 설치방법 및 그 장치
CN104120830B (zh) * 2014-08-12 2016-03-02 王宏斌 一种建筑钢构承重梁
JP6468779B2 (ja) * 2014-09-30 2019-02-13 大和ハウス工業株式会社 基礎支持部材
US20190093372A1 (en) * 2015-05-21 2019-03-28 William P. Russo Tile Lippage Threaded Post
USRE49567E1 (en) 2015-05-21 2023-07-04 Russo Trading Company, Inc. Tile lippage post
GB201517220D0 (en) * 2015-09-29 2015-11-11 Cheshire Stephen W Temporary support
US20210388625A1 (en) * 2020-06-16 2021-12-16 Kaolino O Kalani Richard BAKER Tile Leveling System
RU202300U1 (ru) * 2020-07-29 2021-02-10 Дмитрий Геннадьевич Карапузов Устройство для установки и регулировки уровня маяка
GB2599154A (en) * 2020-09-28 2022-03-30 Mextru Ltd Pedestal for a base beam
GB2610187B (en) * 2021-08-24 2023-10-11 Cwa Ventures Ltd Adjustable pedestal

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US1596039A (en) * 1925-01-21 1926-08-17 John A Whittaker Combined leveling device and anchor plate for floor sleepers
SE458042B (sv) * 1984-03-22 1989-02-20 Nyboverken Ab Anordning foer skapande av ett ventilerbart utrymme
CH668816A5 (en) * 1985-04-23 1989-01-31 Daniel Andenmatten Pipe position clips for concrete casting - incorporate adjustable clips between vertical ratchet supports
GB2185048B (en) * 1985-05-08 1988-07-20 Contiwood Adjustable flooring component
SE468097B (sv) * 1991-03-13 1992-11-02 Combiform Ab Stoedelement foer anvaendning vid gjutning av betonggolv

Also Published As

Publication number Publication date
RU2129196C1 (ru) 1999-04-20
DE69418712T2 (de) 1999-12-16
NO305446B1 (no) 1999-05-31
NO954988L (no) 1995-12-08
CA2164625A1 (fr) 1995-01-05
SE502606C2 (sv) 1995-11-20
FI955992A0 (fi) 1995-12-14
ATE180534T1 (de) 1999-06-15
DE69418712D1 (de) 1999-07-01
US5666769A (en) 1997-09-16
SE9302090L (sv) 1994-12-18
JPH08511595A (ja) 1996-12-03
PL173481B1 (pl) 1998-03-31
PL311962A1 (en) 1996-03-18
NO954988D0 (no) 1995-12-08
AU7088094A (en) 1995-01-17
CA2164625C (fr) 2004-11-02
FI955992A (fi) 1995-12-14
WO1995000732A1 (fr) 1995-01-05
FI116476B (fi) 2005-11-30
SE9302090D0 (sv) 1993-06-17
JP3455539B2 (ja) 2003-10-14
DK0704012T3 (da) 1999-11-08
EP0704012A1 (fr) 1996-04-03

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